摘要
中国约80%的高铁运行于高架桥上,高铁振动通过桥墩传入地面.本文对运行于等间隔桥墩的高架桥上高铁振动产生的地下地震波场形态进行了理论分析,根据其在特定方向形成相干相位稳相点区域的特征,设计了一种基于多个不同速度高铁列车振动记录叠加,分离单桥墩激发虚拟地震波场的方法,并对单层与多层介质的情形进行了理论验证.
About 80% of China′s high-speed trains operate on viaducts,with vibrations transmitted to the ground through evenly spaced bridge piers.This paper presents a theoretical analysis of the subsurface seismic wave field generated by high-speed train vibrations on viaducts with evenly spaced piers.Based on the feature of coherent phase-stable regions in specific directions,a method is devised to generate virtual seismic wave fields by overlaying vibration recordings from multiple high-speed trains with varying velocities and isolating the excitation from individual bridge piers.Theoretical validation of this method is conducted for scenarios involving single and multiple-layered media.
作者
殷常阳
石永祥
伍晗
温景充
宁杰远
YIN ChangYang;SHI YongXiang;WU Han;WEN JingChong;NING JieYuan(School of Earth and Space Sciences,Peking University,Beijing 100871,China;Hebei Hongshan National Observatory on Thick Sediments and Seismic Hazards,Beijing 100871,China;Deep Earth Science and Exploration Technology Laboratory,Ministry of Natural Resources,Beijing 100094,China)
出处
《地球物理学报》
SCIE
EI
CAS
CSCD
北大核心
2024年第1期251-260,共10页
Chinese Journal of Geophysics
基金
中国石油天然气集团有限公司-北京大学战略合作协议基础研究合作项目
河北省省级科技计划(22375406D)
河北省地震科技星火计划(DZ2021110500002)资助。
关键词
高铁地震学
稳相点
干涉场
虚拟道集
High speed rail seismology
Stationary phase point
Interference field
Virtual gather